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@ARTICLE{Schlter:21588,
author = {Schlüter, S. and Vanderborght, J. and Vogel, H.-J.},
title = {{H}ydraulic non-equilibrium during infiltration induced by
structural connectivity},
journal = {Advances in water resources},
volume = {44},
issn = {0309-1708},
address = {Amsterdam [u.a.]},
publisher = {Elsevier Science},
reportid = {PreJuSER-21588},
pages = {101 - 112},
year = {2012},
note = {The first author has been financially supported by
Helmholtz Association through the Virtual Institute INVEST
(Inverse Modelling of Terrestrial Systems) and has been
kindly supported by Helmholtz Impulse and Networking Fund
through Helmholtz Interdisciplinary Graduate School for
Environmental Research (HI-GRADE). We thank Max Kohne, Uli
Weller and Gerrit de Rooij for fruitful discussions and four
anonymous reviewers for their valuable comments.},
abstract = {Water infiltration into heterogeneous, structured soil
leads to hydraulic non-equilibrium across the infiltration
front. That is, the water content and pressure head are not
in equilibrium according to some static water retention
curve. The water content increases more rapidly in more
conductive regions followed by a slow relaxation towards an
equilibrium state behind the front. An extreme case is
preferential infiltration into macropores.Since flow paths
adapt to the structural heterogeneity of the porous medium,
there is a direct link between structure and
non-equilibrium. The aim of our study is to develop an
upscaled description of water dynamics which conserves the
macroscopic effects of non-equilibrium and which can be
directly linked to structural properties of the material. A
critical question is how to define averaged state variables
at the larger scale. We propose a novel approach based on
flux-weighted averaging of pressure head, and compare its
performance to alternative methods for averaging. Further,
we suggest some meaningful indicators of hydraulic
non-equilibrium that can be related to morphological
characteristics of infiltration fronts in quantitative
terms. These methods provide a sound basis to assess the
impact of structural connectivity on hydraulic
non-equilibrium.We demonstrate our approach using numerical
case studies for infiltration into two-dimensional
heterogeneous media using three different structure models
with distinct differences in connectivity. Our results
indicate that an increased isotropic, short-range
connectivity reduces non-equilibrium, whereas anisotropic
structures that are elongated in the direction of flow
enforce it. We observe a good agreement between front
morphology and effective hydraulic non-equilibrium. A
detailed comparison of averaged state variables with results
from an upscaled model that includes hydraulic
non-equilibrium outlines potential improvements in the
description of non-equilibrium dynamics including
preferential flow in simplified, upscaled models based on
Richards equation. (C) 2012 Elsevier Ltd. All rights
reserved.},
keywords = {J (WoSType)},
cin = {IBG-3},
ddc = {550},
cid = {I:(DE-Juel1)IBG-3-20101118},
pnm = {Terrestrische Umwelt},
pid = {G:(DE-Juel1)FUEK407},
shelfmark = {Water Resources},
typ = {PUB:(DE-HGF)16},
UT = {WOS:000306615700007},
doi = {10.1016/j.advwatres.2012.05.002},
url = {https://juser.fz-juelich.de/record/21588},
}